Technical engineering note
Analysis of the failure behaviour of longitudinally flawed pipes and vessels

https://doi.org/10.1016/0029-5493(94)90186-4Get rights and content

Abstract

A post-calculation by means of four engineering approaches, based on toughness, yield stress, plastic instability and ligament stress criteria, was made of the failure pressure on 134 pipes and vessels. The calculation was assessed by comparing the calculated with the experimentally obtained results. A statistical-based evaluation was made, since the results from the calculation and the experiment are affected by natural scattering of characteristic values, such as material properties and geometrical dimensions, among others. It was possible to find for each equation an individual weighting factor, which helped to improve considerably the approximation of the calculation to the experimentally determined failure pressure.

References (17)

  • H. Larsson et al.

    Fracture of longitudinally cracked ductile tubes

    Int. J. Pres. Ves. Piping

    (1978)
  • D. Sturm et al.

    Strength behaviour of flawed pipes under internal pressure and external bending moment

  • R.A. Derby

    Test of 6-inch thick pressure vessels

  • R.J. Eiber et al.

    Investigation of the initiation and extend of ductile pipe rupture

    Final Rep. Task

    (1971)
  • E.S. Folias

    The stress in a cylindrical shell containing an axial crack

  • H. Geilenkeuser et al.

    Rissausbreitung in Grossrohren aus dem Stahl St 70. gwf/gas/erdgas 117

    (1976)
  • G.T. Hahn et al.

    Criteria for crack extension in cylindrical pressure vessels

    Int. J. Fract. Mech.

    (1969)
  • W. Kastner et al.

    Untersuchung zur instabilen Rissausweitung und zum Rissstoppverhalten

There are more references available in the full text version of this article.

Cited by (8)

  • Model error assessment of burst capacity models for energy pipelines containing surface cracks

    2014, International Journal of Pressure Vessels and Piping
    Citation Excerpt :

    Various models and methodologies are available to predict the burst capacities of pipes containing cracks (i.e. planar defects), e.g. the Battelle model [3–5], CorLAS™ model [6–8] and the failure assessment diagram (FAD) methodologies [9–11]. A number of experimental studies have been reported in the context of investigating fracture-based burst capacity models for pipes and vessels containing cracks [e.g. [3–5,12,13]]. For example, Kiefner et al. [3] conducted 140 tests for thin-walled pipes, including 92 tests for pipes with through-wall flaws and 48 tests for pipes with part-through-wall (surface) flaws, for the purpose of developing semi-empirical equations to predict the ductile failure stress levels of through-wall and surface flaws.

  • Analytical Limit Load Procedure for the Axial Complex Shaped Defect in a Pressurized Pipe

    2022, Journal of Pressure Vessel Technology, Transactions of the ASME
View all citing articles on Scopus
View full text